Abstract
Response-controlled and linked structural system is suggested to over-track buildings as a system with the applicability. About the example that applied response-controlled and linked structural system to an over-track building, possession performance as the building was identified by earthquake response analysis. At the same time by analysis of the maximum earthquake prescribed in design standard for railway structure, the performance was inspected as the railway structure. By an examination in a station building, vibration characteristic of an over-track building was evaluated and inspected the effectiveness of the adopted system.
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